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1 <br /> i <br /> i OBSERVATION WELL P-3 <br /> ilog t (min) <br /> 000 1 00 2 00 300 400 500 <br /> 1 54 1 1 1 1 0 00 <br /> i <br /> i Match <br /> 0 54 Point ® —1 DO <br /> m + + + + + + + is <br /> O y <br /> OQPD O <br /> Q, <br /> o —0 46 +O —2 DO <br /> i + <br /> —1 46 -j -300 <br /> —2 15 —1 15 —0 15 085 1 85 285 <br /> ilog 1/Ua <br /> O — Data <br /> + — Type Curve <br /> Unconf Elastic beta = 0 03 <br /> i <br /> MATCH POINT SOLUTION <br /> t = 1 000E+0001 Transmissivify (T) 5 72 1 E+0003 gpd/ft <br /> S 1 000E-0001 Hydraulic Conductivity (K) — 9 614E+0002 gpd/sq ft <br /> 1/Ua = 7 079E-0002 Storativity (S) = 2 979E-0001 <br /> W(Uo, B) = 3.467E+0000 <br /> WELL INFORMATION <br /> WELL IDENTIFICATION P-3 <br /> DATE OF AQUIFER TEST 8/19/00 <br /> AQUIFER THICKNESS (b) 5 950E+0000 ft <br /> DISCHARGE RATE (Q) 1 44.0F+0000 gpm <br /> PUMPING WELL RADIUS (r) 8 33OL-0002 ft <br /> DISTANCE OF OBSERVATION WELL FfROM PUMPING WELL (d) 1 587E+0001 ft <br /> GRAPHICAL WELL ANALYSIS PACKAGE (GWAP) <br /> DRAWDOWN INTERPRETATION FIGURE <br /> ll � OBSERVATION WELL P-3 2 <br /> FH2 <br /> O G E O L o TEST OF WELL EW-1, AUGUST 19-20, 2000 <br /> 2072 WEST YOSEMITE AVENUE <br /> A GROUNDWATER CONSU_TANCY MANTECA, CALIFORNIA <br />